Modelling variation in Pinus radiata stem volume and outerwood stress-wave velocity from LiDAR metrics
© Watt et al.; licensee Springer. 2013
Received: 15 January 2013
Accepted: 16 January 2013
Published: 13 February 2013
Light Detection and Ranging (LiDAR) is an established technology that has been shown to provide accurate information on individual-tree and stand-level forest structure. Although LiDAR has been widely used to describe stand structural dimensions the utility of this technology to predict spatial variation in wood quality traits is largely unexplored. This study used LiDAR metrics to predict spatial variation in total stem volume (TSV) and outerwood stress-wave velocity (V) in an even-aged mature forest (25 yrs) of moderate size (stocked area of 217.8 ha). Outerwood stress-wave velocity is a good predictor of modulus of elasticity which is a key performance criterion for structural timber.
Linear and non-linear models were developed to predict TSV and V. Models of TSV were developed from the full dataset that included 163 plots while models of V were developed from a subset of 32 plots in which V had been measured.
The best statistical models that included only LiDAR data, explained 60% and 37% of the variation in TSV and V, respectively. Addition of measured stand density to both models significantly improved the R2 to, respectively, 0.76 and 0.70 for TSV and V. The root-mean square error for the final models of TSV and V were, respectively, 64.0 m3 ha-1 and 0.086 km s-1.
At the forest level LiDAR metrics were found to be useful for predicting both V and TSV. Further research should examine the link between LiDAR metrics and V across broader ranges of V to confirm these findings.
KeywordsALS Aerial laser scanning Modulus of elasticity Pinus radiata Radiata pine
Light Detection and Ranging (LiDAR) is an established technology that provides a highly accurate measure of distance. Often mounted on an airborne system, the application of LiDAR for aerial laser scanning has been studied in forestry since about 1978. However, it is only in recent years that the combination of precise airborne navigation, high quality instruments and effective post-processing software has allowed the technology to progress to operational use (Naesset, 1997, 2002). Innovation in laser scanning technology is advancing very rapidly and there are several benchmark papers that describe the technology and review sensor characteristics (Baltsavias, 1999 ; Hyyppa et al., 2006; Wehr & Lohr, 1999).
Internationally, LiDAR data have been used within the forest sector to provide estimates of stand height, basal area (Means et al., 1999; Watt, 2005), stem diameter, stem volume (Lim et al., 2003; Lim & Treitz, 2004; Naesset, 1997; Woods et al., 2008; Woods et al., 2011) canopy properties (Naesset & Okland, 2002) and species composition (Donoghue et al., 2007). For estimation of tree height and volume the accuracy of LiDAR-derived estimates is reported to be similar to or better than manual field measurement methods (Naesset, 2002; Watt, 2005). LiDAR data are used operationally in, for example, the Nordic countries, to provide estimates of stand dimensions at the compartment level (Eid et al., 2004). However, in the southern hemisphere, where Pinus radiata D.Don is the most widely planted conifer species (Lewis & Ferguson, 1993), little published research has demonstrated the utility of this technology in predicting stand volume at the forest level.
Given the known correlation between stand structural attributes and internal wood properties in a range of conifers (van Leeuwen et al., 2011; Watt & Zoric, 2010) there is a theoretical basis linking LiDAR metrics to wood properties. Despite this, very little research has demonstrated useful relationships between LiDAR and wood quality traits (Hilker et al., in press; van Leeuwen et al., 2011). In plantation-grown softwoods, such as P. radiata, modulus of elasticity (E) is an important wood property that describes resistance of timber to deformation under load. Although E is not an important property for pulp, it is a key performance criterion for structural timber. In standing trees E is most commonly estimated by portable instruments that determine stress-wave velocity (V) in outerwood using time of flight methods (Lindström et al., 2002).
Using spatially coincident LiDAR and inventory data obtained from a P. radiata forest located within New Zealand, the objective of this research was to construct models between LiDAR metrics and both total stem volume (TSV) and outerwood velocity (V).
The data for this study were obtained during late summer 2011 from a 25-year-old forest located in Eastern Bay of Plenty, New Zealand. This forest is located on steep dissected country with an elevation range of approximately 150 to 300 metres above sea level. A standard pre-harvest inventory comprising 163 plots was carried out within the forested area of 217.8 hectares. The circular plots were laid out on a systematic grid. Plot size was varied from 0.06 to 0.09 ha to ensure that approximately 20 trees were included in each plot. The location of the plots was measured using a Trimble Pathfinder Pro XT high grade GPS with data corrected using post processing (accuracy = 0.5m). Within each plot all trees were measured for stem diameter.
where H95 (m) is the 95th percentile of the LiDAR height distribution. Stem slenderness was defined from the plot data as Ht/mean stem diameter. For each plot stand density was determined as the actual number of trees ha-1.
Outerwood stress-wave velocity (V) was measured in 32 of the inventory plots. Plots were selected to cover the range in stem slenderness and stand density present throughout the forest as both factors are significant determinants of V (Lasserre et al., 2008; Waghorn et al., 2007; Watt & Zoric, 2010). Where possible, measurements were taken from at least 20 trees within the plot.
Velocity measurements, centred about breast height (1.4 m), were taken using the ST300 tool (Fibre-gen, New Zealand). Using paths that avoided any large branch stubs or obvious malformations, two measurements were taken either side of the stem (ca. 180° apart) and averaged. The path length between transmitter probe and receiver probe sensors was approximately 1 m.
Light detection and ranging data and aerial imagery were collected by New Zealand Aerial Mapping, who flew over the site between 24 May and 1 June 2011. Data were captured using New Zealand Aerial Mapping’s Optech ALTM 3100EA LiDAR system (05SEN178) and Trimble AIC medium-format digital camera. The LiDAR data were collected at a minimum of 2 points m-2 on open ground. The raw LiDAR data was processed by the supplier into LAS format and georeferenced into the New Zealand Transverse Mercator (NZTM) coordinate system. Classified ground returns were used to construct a Digital Terrain Model (DTM) by connecting them into a Triangulated Irregular Network (TIN) followed by linear interpolation onto a regular grid. All returns within 0.5 m of the ground were eliminated to remove the effects of understorey vegetation. LiDAR metrics used in the modelling were extracted above the circular plots using corrected GPS locations with the ClipData and CloudMetrics tools from the Fusion software (McGaughey & Carson, 2003).
Predictive variables used for the modelling
The LiDAR metrics used in the modelling consisted of height percentiles (H5 – H95), the mean (Hmean) and maximum height (Hmax), several metrics describing the LiDAR height distribution through the canopy (skewness, coefficient of variation, standard deviation (Hsd), kurtosis) and measures of canopy density such as the percentage of returns reaching within 0.5 m of the ground (PCzero) and the percentage of first returns above 0.5 m (PCveg).
Variables describing site topography and stand structure were also used in the modelling. These variables included aspect, slope, stand density, stem slenderness, basal area, mean diameter and Ht. Aspect was determined using a digital terrain model while slope was measured in the field.
Linear and non-linear models to predict TSV and V were developed using PROC GLM and PROC NLIN in SAS (SAS-Institute-Inc, 2000). Variables were introduced sequentially into each model starting with the variable that exhibited the strongest correlation, until further additions were either not significant or did not markedly improve model precision (R2 gains of < 5%). Variable selection was undertaken manually, one variable at a time, and plots of residuals were examined prior to variable addition to ensure that the variable was included in the model using the least biased functional form.
Model precision was determined using the coefficient of determination (R2) and the root mean square error (RMSE). Model bias was determined through plotting predicted against measured values. Residual values (measured – predicted values) were plotted against predicted values, all independent variables in the model and key variables not included in the models. The contribution and functional form of each variable in both of the final models were examined through partial response functions. These partial response functions were generated across the range of each variable whilst holding other variables at mean values in the dataset.
Mean and range for variables used in analyses
Outerwood stress-wave velocity
Stand density (stems ha-1)
Slenderness (m m-1)
Mean top height (m)
Basal area (m2 ha-1)
Selected LiDAR metrics
Both TSV and V were significantly correlated to stand density, mean top height and stem diameter (Table 1). There was also a moderate correlation between V and slenderness that had an R2 of 0.56 when a second order polynomial function, with curvilinearity, was used to characterise the relationship. With the exception of the significant relationship between slope and V, none of the topographical variables were significantly related to either V or TSV (at P=0.05). Of the LiDAR metrics considered, TSV was most strongly related to H30, while the standard deviation of height (Hsd) was the strongest predictor of V (Table 1).
Total stem volume
The overall model was significant (P=0.0013) as was Hsd (P<0.0001). Although PCveg was marginally insignificant (P=0.11), this variable was retained as it was a useful predictor in the more complex model outlined below. With the exception of one outlier, a plot of model predictions against actual velocity showed little apparent bias (data not shown).
This study showed LiDAR metrics to be significantly related to both TSV and V. Inclusion of stand density into these two regression models greatly improved the predictive power of these relationships, highlighting how knowledge of stand density can be useful at both the intra and inter stand level. Little research has demonstrated a link between LiDAR metrics and wood quality attributes such as V and further studies should be undertaken to explore the generality of this relationship.
The variables included in the final model of V are likely to be significant predictors of V as they are significantly related to stem slenderness. As found here, stem slenderness has previously been identified as one of the key drivers of V and modulus of elasticity (Watt et al., 2009; Watt & Zoric, 2010). Both standard deviation of height (Hsd) and stand density exhibited highly significant (P<0.001) positive relationships with stem slenderness.
There is a biological basis for the relationships between stem slenderness and both Hsd and stand density. Hsd describes variation in LiDAR heights in the canopy and provides a measure of stand porosity (the ratio or percentage of pore space to the space occupied by tree stems, branches, twigs and leaves). It has a strong correlation with upper LiDAR metrics, reflecting increases in stem slenderness as the stand height increases. The positive relationship between stand density and slenderness, found here, has been well described previously for light demanding conifers such as P. radiata (Watt & Kirschbaum, in press) and results from greater height extension than diameter growth in response to increasing competition for light. Although the percentage of first returns from vegetation (PCveg) was not significantly related to slenderness (P= 0.28) this variable was retained in the final model of V as there was a clear relationship between PCveg and V.
Predictive power of the best TSV model shown here was within the range cited by previous localised studies where coefficient of determinations varied from 0.46 (Naesset, 1997) to 0.97 (Means et al., 2000). The relatively high coefficient of determination found here partially reflects a wide range in the dependant variable (TSV) that tends to inflate the percentage of variance explained. As RMSE is not subject to the same limitation, this statistic provides a more conservative estimate of precision. When compared to previous research the RMSE for the best model of 64.0 m3 ha-1 found here is within the mid-range of previous values that include 28 m3 ha-1 (Naesset, 1997, 2002; van Aart et al., 2006), 18.3 – 31.9 m3 ha-1 (Holmgren & Jonsson, 2004), 38.0 – 56.7 m3 ha-1 (Naesset, 2002), 26.1 – 82.8 m3 ha-1 (van Aart et al., 2006) and 73 m3 ha-1 (Means et al., 2000).
The variables included in the final models were consistent with previous research and have sound mechanistic basis. Logically, LiDAR models describing TSV should combine stem height with variables that provide a measure of stand density and stem diameter. The stem height variable used, H30, was appropriate as is affected by the point cloud of almost all trees of significant size, as opposed to top-end height percentiles (e.g. H95) that are only altered by the point clouds of the highest trees. Inclusion of stand density determined from plot measurements was found to be superior to the use of LiDAR metrics that approximate this quantity (e.g. PCveg).
Stand density could be included as a driving variable at a range of resolutions. At a coarse level, stand density for the compartment could be used as input to the model. Alternatively tree counting software such as TiMBRs could be used to identify tree locations (Culvenor et al., 1998; Culvenor, 2002) which could then be used to estimate local stand density above each ground plot and over the whole stand using an appropriate grid size.
In conclusion, LiDAR metrics were found to be of considerable use for predicting V and TSV at the forest level. The most precise models of V and TSV included stand density as a predictive variable. Little research has demonstrated a link between LiDAR metrics and wood quality metrics such as V. Given that V is an important determinant of structural grade timber value further research into the link between LiDAR metrics and V would be warranted.
This project was funded within the Intensive Forest Systems project of Future Forests Research Ltd. We thank PF Olsen for provision of the LiDAR dataset.
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